Seismic Evaluation of Masonry Buildings Strengthened with Reinforced Concrete Beams and Columns

被引：0
|
作者：
An Dong [1 ]
Qu Tiejun [1 ]
机构：
[1] North China Univ Technol, Sch Civil Engn, Beijing, Peoples R China
来源：
PROCEEDINGS OF THE 2015 INTERNATIONAL CONFERENCE ON ARCHITECTURAL, CIVIL AND HYDRAULICS ENGINEERING (ICACHE 2015) | 2016年 / 44卷
关键词：
Seismic Behavior; Pseudo-dynamic Test; Lateral Cyclic Load; Stiffness Degradation;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The pseudo-dynamic seismic tests and lateral cyclic load tests for tie-columns and ring-beams confined masonry structure according to the seismic requirements and masonry structure strengthened with reinforced concrete beams and columns have been carried out. Cracks propagation pattern, hysteretic curves, skeleton curves and stiffness degradation curves were compared and analyzed. The results from tests show that the brick masonry building with tie-columns and ring-beams has good ductility. The brick masonry building strengthened by RC beam-column can keep bearing capacity after serious cracking of masonry wall. The brick building strengthened by RC beam-column can satisfy the requirements of the seismic fortification criterion. The RC beam and column can be used as reinforcement measure to improve the seismic performance of brick buildings.
引用
收藏
页码：141 / 144
页数：4
相关论文
共 50 条
  • [41] Seismic Performance of RC Columns Strengthened with Textile-Reinforced Concrete in Chloride Environment
    Yin, Shiping
    Li, Yao
    Li, Shichang
    Yang, Yang
    [J]. JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2020, 24 (01)
  • [42] Classification and seismic safety evaluation of existing reinforced concrete columns
    Zhu, L.
    Elwood, K. J.
    Haukaas, T.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2007, 133 (09): : 1316 - 1330
  • [43] Experimental evaluation of the seismic performance of reinforced concrete bridge columns
    Lehman, D
    Moehle, J
    Mahin, S
    Calderone, A
    Henry, L
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (06): : 869 - 879
  • [44] Seismic behavior of masonry walls strengthened by precast reinforced concrete panels with different connection details
    Zhang, Yongqun
    Lin, Xuchuan
    Wang, Tao
    Skalomenos, Konstantinos
    [J]. ENGINEERING STRUCTURES, 2021, 242
  • [45] Behaviour of reinforced concrete beams strengthened with basalt textile reinforced concrete
    Gopinath, Smitha
    Murthy, A. Ramachandra
    Iyer, Nagesh R.
    Prabha, M.
    [J]. JOURNAL OF INDUSTRIAL TEXTILES, 2015, 44 (06) : 924 - 933
  • [46] Seismic behavior of reinforced concrete buildings using chained masonry walls randomly located
    Nour, Abdelkader
    Benanane, Abdelkader
    Humberto, Varum
    [J]. REVISTA FACULTAD DE INGENIERIA-UNIVERSIDAD DE ANTIOQUIA, 2023, (107): : 102 - 112
  • [47] BENEFIT FROM CHAINED MASONRY WALLS TO IMPROVE THE SEISMIC RESPONSE OF REINFORCED CONCRETE BUILDINGS
    Nour, Abdelkader
    Benanane, Abdelkader
    Varum, Humberto
    [J]. CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2021, 30 (02): : 448 - 459
  • [48] A refined procedure for seismic evaluation and retrofitting of reinforced concrete buildings
    Shendkar, Mangeshkumar R.
    Kontoni, Denise-Penelope N.
    Kumar, Ramancharla Pradeep
    Farghaly, Ahmed Abdelraheem
    Mandal, Sasankasekhar
    Maiti, Pabitra Ranjan
    [J]. CURRENT SCIENCE, 2022, 123 (08): : 1020 - 1030
  • [49] Seismic damage evaluation of reinforced concrete buildings with slit walls
    Baetu, Sergiu Andrei
    Barbat, Alex H.
    Ciongradi, Ioan Petru
    Baetu, Georgeta
    [J]. ENGINEERING COMPUTATIONS, 2015, 32 (06) : 1661 - 1690
  • [50] Seismic evaluation of reinforced concrete structures infilled with masonry infill walls
    Abdelaziz M.M.
    Gomma M.S.
    El-Ghazaly H.
    [J]. Asian Journal of Civil Engineering, 2019, 20 (7) : 961 - 981
12345